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Undffffound Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ORZ Y CODE REQUIRES A DIG ALERT IDENTIFICATION
C= NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
SEWER LATERALS - EAST
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DESIGN STA.
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LAT. EXT.
0236-191-01
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REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
No. 16434
Exp. 6/30/05
C I\J
OFCA
SM. DETAIL 125A OR 1258
En
En
�j WE
z
iE
03
PROPOSED R/W
(30'-52') EXIST. R/W
(40-) EX. CURB FACE
21'
(66') FUTURE R/W
(30--52-) EXIST.
----WON (40-) EX CURB FACE
(13'±) i (12'±-38'±)
EDGE OFPVI I EDGE OF PVMT.
PROPOSED
42-48" RCP
(2*M (4!'G)
. 0 PROPOSED 18"
.02QP-MIN. VCP SEWER
S-0 -,,
S-0.0100
(rG)
("0. 0 (6-M
TYPICAL CROSS SECTION
SCALE: VI
L�CI�G L.D. KING, INC.
2151 CONVENTION CENTER WAY PLAN AND PROFILE OF SEWER IMPROVEMENTS
SUITE 100
ONTARIO, CA 91764 FOR
(909) 937-0200
4 -1 --PS
CARL J. FRE , R.C.E. No. 16434 DATE
EXPIRES 6-30-05
CHERRY AVENUE
STA. 30+00.00 TO STA. 40+00.00
MIN.
14-0
Construction Notes.
0
< CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
�-
U) OCONSTRUCT MANHOLE PER CITY OF FONTANA STD.
uj DETAIL NO. 112 MODIFIED TO 59 INSIDE DIAMETER MANHOLE
Z
-J CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
a:
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1256
< @CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
O7 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 90%
COMPACTED NATIVE FOR TRAFFIC DETOUR.
E'LY
SM. DETAIL 145A OR 125B
10
F
9
0
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
JF -
SCALE: 1 40'
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENUE SEWS IMPROVEMENTS -SCALE:
PIS JU PA AVE. TiX,9LOW-F AVE.,, ASSHOWN
DESIGNED BY: 9 DATE:
PIS FROM 5' S/ " /N,//" NTA 'ANA OCTOBER 2005
CHECKED BY-,,— APP VED BY: TE DRAWING NO.:
SCN 2894
CITY ENGINEER R.C.E. No. 51159 719
JN 12414 City of Fontana Mylar: 10/17/03
File: E:\dwg\12414\Cherry\12407AS15.dwg 11/14/00
SURVEY
CONTROL DATA
TGT NO.
NORTHING
EASTING
BEARING
DISTANCE
31
4631.13
9940.03
N00'37'31 "E
2729.50
37
7360.46
9969.82
N00'39'18"E
1649.31
40 9009.66
9988.68
14-0
Construction Notes.
0
< CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER
�-
U) OCONSTRUCT MANHOLE PER CITY OF FONTANA STD.
uj DETAIL NO. 112 MODIFIED TO 59 INSIDE DIAMETER MANHOLE
Z
-J CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
a:
CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 1256
< @CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" DIA.
WATER TIGHT PLASTIC PLUG WITH TIGHTENING BANDS
O7 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 90%
COMPACTED NATIVE FOR TRAFFIC DETOUR.
E'LY
SM. DETAIL 145A OR 125B
10
F
9
0
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
JF -
SCALE: 1 40'
COUNTY OF SAN BERNARDINO
APPROVED:
CHIEF, DESIGN DIVISION
CITY OF FONTANA, CALIFORNIA
CHERRY AVENUE
DRAWN BY: CHERRY AVENUE SEWS IMPROVEMENTS -SCALE:
PIS JU PA AVE. TiX,9LOW-F AVE.,, ASSHOWN
DESIGNED BY: 9 DATE:
PIS FROM 5' S/ " /N,//" NTA 'ANA OCTOBER 2005
CHECKED BY-,,— APP VED BY: TE DRAWING NO.:
SCN 2894
CITY ENGINEER R.C.E. No. 51159 719
JN 12414 City of Fontana Mylar: 10/17/03
File: E:\dwg\12414\Cherry\12407AS15.dwg 11/14/00